lb01.out.1
Patch test of PlaneStress2d elements -> pure compression in x direction
NonLinearStatic nsteps 3 controllmode 1 rtolv 1.e-3 refloadmode 0 lstype 3 smtype 7 lbflag 1 forcelb1 1 nmodules 1
errorcheck filename "lb01.oofem.in"
domain 2dPlaneStress
OutputManager tstep_all dofman_all element_all
ndofman 12 nelem 6 ncrosssect  1 nmat 1 nbc 2 nic 0 nltf 1
node 7 coords 3  2.0   0.0   0.0  bc 2 0 0  Shared partitions 1 0
node 8 coords 3  2.0   1.0   0.0  bc 2 0 0  Shared partitions 1 0
node 9 coords 3  2.0   2.0   0.0  bc 2 0 0  Shared partitions 1 0
node 10 coords 3  3.0   0.0   0.0  bc 2 0 0 
node 11 coords 3  3.0   1.0   0.0  bc 2 0 0 
node 12 coords 3  3.0   2.0   0.0  bc 2 0 0 
node 13 coords 3  4.0   0.0   0.0  bc 2 0 0 
node 14 coords 3  4.0   1.0   0.0  bc 2 0 0 
node 15 coords 3  4.0   2.0   0.0  bc 2 0 0 
node 16 coords 3 5.0   0.0   0.0  bc 2 0 0  load 1 2
node 17 coords 3 5.0   1.0   0.0  bc 2 0 0  load 1 2
node 18 coords 3 5.0   2.0   0.0  bc 2 0 0  load 1 2
PlaneStress2d 5 nodes 4 7 10 11 8  crossSect 1 mat 1
PlaneStress2d 6 nodes 4 8 11 12 9  crossSect 1 mat 1
PlaneStress2d 7 nodes 4 10 13 14 11  crossSect 1 mat 1
PlaneStress2d 8 nodes 4 11 14 15 12  crossSect 1 mat 1
PlaneStress2d 9 nodes 4 13 16 17 14 crossSect 1 mat 1
PlaneStress2d 10 nodes 4 14 17 18 15 crossSect 1 mat 1
SimpleCS 1 thick 0.15 width 1.0
IsoLE 1 d 0. E 15.0 n 0.25 tAlpha 0.000012
BoundaryCondition  1 loadTimeFunction 1 prescribedvalue 0.0 
NodalLoad 2 loadTimeFunction 1 Components 2 -2.5 0.0
ConstantFunction 1 f(t) 1.0
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#%BEGIN_CHECK% tolerance 1.e-4 error_when_missing 0
## check reactions 
#REACTION tStep 2 number 1 dof 1 value 5.6243
#REACTION tStep 2 number 1 dof 2 value 0.0
#REACTION tStep 1 number 2 dof 1 value 11.251
#REACTION tStep 1 number 3 dof 1 value 5.6243 
## check nodes
#NODE tStep 2 number 18 dof 1 unknown d value -27.7756346
#NODE tStep 2 number 18 dof 2 unknown d value 3.91744535
#NODE tStep 2 number 10 dof 1 unknown d value -1.49018399e+01
#NODE tStep 2 number 8  dof 1 unknown d value -9.99470307e+00
#NODE tStep 2 number 12 dof 1 unknown d value -1.49018399e+01
#NODE tStep 2 number 6 dof 1 unknown d value -5.00246140e+00
## check elements
#ELEMENT tStep 2 number 1 gp 1 keyword 4 component 1  value -4.9978e+00
#ELEMENT tStep 2 number 3 gp 1 keyword 4 component 1  value -5.0000e+00
#ELEMENT tStep 2 number 5 gp 1 keyword 4 component 1  value -5.0723e+00
#ELEMENT tStep 2 number 7 gp 1 keyword 4 component 1  value -4.7865e+00
#ELEMENT tStep 2 number 9 gp 1 keyword 4 component 1  value -3.5410e+00
#%END_CHECK%
